CN222270676U - A spliced prefabricated shear wall mold - Google Patents
A spliced prefabricated shear wall mold Download PDFInfo
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- CN222270676U CN222270676U CN202421016434.6U CN202421016434U CN222270676U CN 222270676 U CN222270676 U CN 222270676U CN 202421016434 U CN202421016434 U CN 202421016434U CN 222270676 U CN222270676 U CN 222270676U
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- 230000000712 assembly Effects 0.000 claims abstract description 32
- 238000000429 assembly Methods 0.000 claims abstract description 32
- 230000003014 reinforcing effect Effects 0.000 claims description 13
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000010030 laminating Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
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Abstract
本实用新型涉及一种拼接式预制剪力墙模具，包括基座、两个侧模和两个端模组件，所述基座用于承载两个侧模和两个端模组件，两个所述侧模平行放置，两个所述端模组件间隔地位于两个所述侧模之间，两个所述侧模的间距为预制剪力墙的宽度，两个所述端模组件的间距为所述预制剪力墙的长度；所述端模组件的长度为所述预制剪力墙的宽度，所述端模组件通过若干个不同长度的拼接模并列拼接形成。根据预制剪力墙的宽度来选定组成端模组件的不同长度的拼接模的数量，将预定数量的不同长度的拼接模并列拼接后形成所需的端模组件，减少了预存的模具数量，也降低了生产成本。
The utility model relates to a splicing prefabricated shear wall mold, comprising a base, two side molds and two end mold assemblies, wherein the base is used to carry the two side molds and the two end mold assemblies, the two side molds are placed in parallel, the two end mold assemblies are spaced between the two side molds, the spacing between the two side molds is the width of the prefabricated shear wall, and the spacing between the two end mold assemblies is the length of the prefabricated shear wall; the length of the end mold assembly is the width of the prefabricated shear wall, and the end mold assembly is formed by splicing a number of splicing molds of different lengths in parallel. The number of splicing molds of different lengths constituting the end mold assembly is selected according to the width of the prefabricated shear wall, and the required end mold assembly is formed after a predetermined number of splicing molds of different lengths are spliced in parallel, thereby reducing the number of pre-stored molds and also reducing production costs.
Description
Technical Field
The utility model relates to prefabricated wall equipment, in particular to a spliced prefabricated shear wall die.
Background
When producing prefabricated shear walls, the mould for accommodating the concrete is generally assembled by two side moulds and two end moulds. Because of the differences in width and length of the various shear walls, it is desirable to select the appropriate side and end molds based on the length of the shear wall. However, the shear wall has a plurality of length specifications, so that a plurality of end dies and side dies with different lengths are required to be prestored, and the problems of large occupied space and high production cost exist.
Disclosure of utility model
The inventor aims at the defects in the prior art, and provides a spliced prefabricated shear wall die so as to adapt to the prefabricated requirements of shear walls with different lengths.
The technical scheme adopted by the utility model is as follows:
The utility model provides a concatenation formula prefabricated shear wall mould, includes base, two side forms and two end mould subassemblies, wherein:
The base is used for bearing two side dies and two end die assemblies, the two side dies are placed in parallel, the two end die assemblies are positioned between the two side dies at intervals, the distance between the two side dies is the width of the prefabricated shear wall, and the distance between the two end die assemblies is the length of the prefabricated shear wall;
The length of the end die assembly is the width of the prefabricated shear wall, the end die assembly is formed by splicing a plurality of splicing dies with different lengths in parallel, and the length of the splicing die extends along the direction perpendicular to the side die.
By adopting the technical means, the number of splicing dies with different lengths forming the end die assemblies is selected according to the width of the prefabricated shear wall, the splicing dies with different lengths with the preset number are spliced in parallel to form the required end die assemblies, the two end die assemblies are placed on the base in parallel, the distance between the two end die assemblies is the length of the prefabricated shear wall, then the two side dies are respectively attached to the two ends of the two end die assemblies, the two side dies and the two end die assemblies are placed on the base, concrete can be poured, the thickness of the prefabricated shear wall is controlled by controlling the amount of the poured concrete, the shear wall with different lengths can be prefabricated through the two sets of end die assemblies, the number of pre-stored dies is reduced, and the production cost is also reduced.
In the above technical scheme, the length of the splicing mold is at least one of 1cm, 10cm, 25cm and 100 cm.
By adopting the technical means, the length of the minimum-length splicing die is 1cm, so that the precision of the end die assembly can reach the cm level, and meanwhile, other splicing dies with different lengths are reconfigured, the process of splicing the end die assembly is saved, and the production efficiency is improved.
In the above technical scheme, the number of the splicing dies with the length of 1cm is at least 10, the number of the splicing dies with the length of 10cm is at least 4, the number of the splicing dies with the length of 25cm is at least 2, and the number of the splicing dies with the length of 100cm is at least 2.
Through adopting above-mentioned technical means, through the cooperation of 10 splice moulds of 1cm length and other splice moulds, realized that the end module spare can splice into arbitrary length, further improved the suitability of mould.
In the technical scheme, two ends of the splicing mould with the length being more than 1cm in the length direction are respectively and vertically extended with a supporting plate.
Through adopting above-mentioned technical means, the spliced mould that length is greater than 1cm has all strengthened the structural strength of spliced mould through two backup pads, makes things convenient for the staff to put each spliced mould of concatenation, has improved the simple operation nature.
In the above technical scheme, the spliced die is further provided with reinforcing ribs, two ends of the length direction of the reinforcing ribs are respectively fixed on two supporting plates, and the reinforcing ribs of two adjacent spliced dies are positioned on the same straight line.
By adopting the technical means, the mechanical strength of the splicing mould is further enhanced through the reinforcing ribs, and the splicing mould is prevented from outwards deforming under the pressure of concrete, so that the quality of the prefabricated shear wall is prevented from being influenced.
In the above technical scheme, the both ends of concatenation mould length direction are provided with limit structure, and adjacent two the concatenation mould cooperates the concatenation through limit structure, limit structure is used for limiting the concatenation mould is followed side form length direction removes.
Through adopting above-mentioned technical means, make a plurality of splice mould splice each other together with the help of limit structure, need not align the splice mould one by one, when fixing the end module assembly on the base simultaneously, only need fix one of them splice mould and just can all fix each splice mould, improved the simple operation nature.
In the above technical scheme, limit structure is including being located the first arch of splice mould length direction first end and being located the first recess of splice mould length direction second end, splice mould's first arch laminating card goes into in the first recess of adjacent splice mould.
By adopting the technical means, the first bulge at the first end of the splicing die in the length direction is clamped into the first groove at the second end of the adjacent splicing die in the length direction, so that the two splicing dies can be attached in parallel, and the operation convenience of die splicing is improved.
In the above technical solution, the first protrusion is a half-cylinder perpendicular to the axis of the cylinder.
Through adopting above-mentioned technical means, after the laminating of semi-cylindrical first arch card was gone into adjacent first recess, first arch can break the gap of two adjacent splice moulds, avoids concrete to pour into in the gap of two adjacent splice moulds, can alleviate the degree of difficulty of follow-up dismantlement end mould subassembly.
In the above technical scheme, the limit structure further comprises a second protrusion and a second groove, wherein the second groove is positioned at the first end of the length direction of the splicing mould and tangent to the first protrusion, and the second protrusion is positioned at the second end of the length direction of the splicing mould and tangent to the second groove.
By adopting the technical means, when the first bulge of the splicing mould is clamped into the first groove of the adjacent splicing mould, the second groove of the splicing mould can be clamped into the second bulge of the adjacent splicing mould, so that the integral mechanical strength of the spliced end mould assembly is further enhanced, and the end mould assembly is prevented from being deformed outwards under the pressure of concrete.
In the technical scheme, the center of the splicing mould with the length larger than 1cm is provided with the reserved holes for the steel bars to pass through.
By adopting the technical means, the prefabricated shear wall also can need to be built with the reinforcing steel bar frame, the preformed holes of the splicing mould facilitate the steel bar to pass through, and the operation convenience is improved.
The beneficial effects of the utility model are as follows:
The end die assemblies are formed by adopting the splicing dies with different lengths, and the dies which are matched with the requirements of the shear walls with different lengths are assembled by adjusting the distance between the two end die assemblies, so that the number of the dies is reduced, the inventory of the dies is saved, and the production cost is reduced.
Adjacent splicing dies are spliced through the limiting structure, so that the splicing convenience of the dies is improved.
By means of the cooperation of the limiting structure, the reinforcing ribs and the supporting plates of the splicing mould, the integral mechanical strength of the end mould assembly formed by splicing is enhanced, and the end mould assembly is prevented from being deformed outwards under the pressure of concrete.
Drawings
Fig. 1 is an overall view of the present utility model.
Fig. 2 is a detailed view of the splice die of the present utility model.
Fig. 3 is a schematic diagram of the splicing of two adjacent splice modules according to the present utility model.
Wherein 1, a base, 2, a side die, 3, an end die assembly, 31, a splicing die, 32, a preformed hole, 33, a supporting plate, 34, a reinforcing rib, 35, a first protrusion, 36, a first groove, 37, a second protrusion, 38 and a second groove
Detailed Description
The following describes specific embodiments of the present utility model with reference to the drawings.
As shown in fig. 1, a spliced prefabricated shear wall mold comprises a base 1, two side molds 2 and two end mold components 3, wherein:
The base 1 is used for bearing two side dies 2 and two end die assemblies 3, the two side dies 2 are placed in parallel, the two end die assemblies 3 are located between the two side dies 2 at intervals, the distance between the two side dies 2 is the width of the prefabricated shear wall, the distance between the two end die assemblies 3 is the length of the prefabricated shear wall, the length of the end die assemblies 3 is the width of the prefabricated shear wall, the end die assemblies 3 are formed by splicing a plurality of splicing dies 31 with different lengths in parallel, and the length of each splicing die 31 extends along the direction perpendicular to the side dies 2.
The number of splicing dies 31 with different lengths forming the end die assemblies 3 is selected according to the width of the prefabricated shear wall, the preset number of splicing dies 31 with different lengths are spliced in parallel to form the required end die assemblies 3, the two end die assemblies 3 are placed on the base 1 in parallel, the distance between the two end die assemblies 3 is the length of the prefabricated shear wall, then the two side dies 2 are respectively attached to the two ends of the two end die assemblies 3, the two side dies 2 and the two end die assemblies 3 are fixed on the base 1, concrete can be poured, the thickness of the prefabricated shear wall is controlled by controlling the amount of the poured concrete, the two sets of end die assemblies 3 can be used for prefabricating the shear walls with different lengths, the number of pre-stored dies is reduced, and the production cost is also reduced.
In this embodiment, be in the state of keeping flat after prefabricated shear force wall shaping, make things convenient for the manual work to move to the construction site.
As one embodiment, the length of the splice mold 31 is at least one of 1cm, 10cm, 25cm, and 100 cm. The minimum length splice mould 31's length is 1cm, can make the precision of end mould subassembly 3 reach cm level, disposes other splice moulds 31 of different length simultaneously again, has saved the process of splicing end mould subassembly 3, has improved production efficiency.
As one embodiment, the number of splice dies 31 having a length of 1cm is 10, the number of splice dies 31 having a length of 10cm is 4, the number of splice dies 31 having a length of 25cm is 2, and the number of splice dies 31 having a length of 100cm is 2. By matching 10 splicing dies 31 with the length of 1cm with other splicing dies 31, the end die assembly 3 can be spliced into any length of 200-300cm, and the adaptability of the die is further improved.
As an embodiment, as shown in fig. 2, a preformed hole 32 through which the reinforcing steel bar passes is formed at the center of the splice mold 31 having a length greater than 1 cm. The prefabricated shear wall also can need to be built with a reinforcing steel bar frame, and the preformed holes 32 of the splicing mould 31 facilitate the steel bars to pass through, so that the operation convenience is improved.
As an embodiment, as shown in fig. 2, two ends of the splice mold 31 having a length greater than 1cm in the length direction are vertically extended with one support plate 33, respectively. The splice mould 31 that length is greater than 1cm has all strengthened the structural strength of splice mould 31 through two backup pads 33, makes things convenient for the staff to put each splice mould 31 of concatenation, has improved the simple operation nature.
As an embodiment, as shown in fig. 2, the splicing mold 31 is further provided with reinforcing ribs 34, both ends of the reinforcing ribs 34 are respectively fixed on two support plates 33, and the reinforcing ribs 34 of two adjacent splicing molds 31 are on the same straight line. The mechanical strength of the splicing mould 31 is further enhanced through the reinforcing ribs 34, and the splicing mould 31 is prevented from being deformed outwards under the pressure of concrete, so that the quality of the precast shear wall is prevented from being influenced.
As an embodiment, as shown in fig. 2 and 3, two ends of the length direction of the splicing mold 31 are provided with a limiting structure, two adjacent splicing molds 31 are matched and spliced by the limiting structure, and the limiting structure is used for limiting the movement of the splicing mold 31 along the length direction of the side mold 2. The splicing dies 31 are mutually spliced together by virtue of the limiting structure, the splicing dies 31 do not need to be aligned one by one, and when the end die assembly 3 is fixed on the base 1, all the splicing dies 31 can be fixed only by fixing one of the splicing dies 31, so that the operation convenience is improved.
As an embodiment, as shown in fig. 2 and 3, the limiting structure includes a first protrusion 35 located at a first end of the splicing module 31 in the length direction and a first groove 36 located at a second end of the splicing module 31 in the length direction, and the first protrusion 35 of the splicing module 31 is fit and clamped into the first groove 36 of the adjacent splicing module 31. The first protrusion 35 at the first end of the splicing die 31 is clamped into the first groove 36 at the second end of the adjacent splicing die 31, so that the two splicing dies 31 can be attached in parallel, and the operation convenience of die splicing is improved.
As an embodiment, as shown in fig. 2 and 3, the first protrusion 35 is a half-cylinder cut perpendicular to the axis of the cylinder. After the semi-cylindrical first protrusions 35 are attached and clamped into the adjacent first grooves 36, the first protrusions 35 break the gaps of the two adjacent splicing dies 31, so that concrete is prevented from being poured into the gaps of the two adjacent splicing dies 31, and the difficulty in subsequent disassembly of the end die assembly 3 can be reduced.
As an embodiment, as shown in fig. 2 and 3, the limiting structure further includes a second protrusion 37 and a second groove 38, the second groove 38 is located at a first end of the splicing mold 31 in the length direction, the cambered surface of the second groove 38 is tangent to the cambered surface of the first protrusion 35 at a junction, the second protrusion 37 is located at a second end of the splicing mold 31 in the length direction, and the cambered surface of the second protrusion 37 is tangent to the cambered surface of the first groove 36 at the junction. When the first protrusions 35 of the splicing mold 31 are clamped into the first grooves 36 of the adjacent splicing molds 31, the second grooves 38 of the splicing molds 31 are clamped into the second protrusions of the adjacent splicing molds 31, so that the overall mechanical strength of the spliced end mold assembly 3 is further enhanced, and the end mold assembly 3 is prevented from being deformed outwards under the pressure of concrete.
In addition, it should be noted that, in order to ensure that the end mold assembly 3 formed by splicing is attached to the side mold 2, when the splicing mold 31 has a limit structure, the splicing mold 31 with a length of 100cm is placed at a position close to one side mold 2, and then a suitable number of splicing molds 31 with other lengths are selected to be placed between two splicing molds 31 with lengths of 100 cm. And one side of the splicing mould 31 with the length of 100cm, which is attached to the side mould 2, is not provided with a limit structure, and one side of the splicing mould 31, which is attached to other splicing moulds, is provided with a limit structure.
In addition, since the side mold 2 and the end mold assembly 3 in the present embodiment are both movable relative to the base 1, after the side mold 2 and the end mold assembly 3 are placed on the base 1, a pushing force is applied to the side mold 2 and the end mold assembly 3 from outside by using the abutment member, so that the two side molds 2 and the two end mold assemblies 3 are abutted against each other and fixed.
The above description is intended to illustrate the utility model and not to limit it, the scope of which is defined by the claims, and any modifications can be made within the scope of the utility model.
Claims (10)
1. The utility model provides a concatenation formula prefabricated shear wall mould, its characterized in that, concatenation formula prefabricated shear wall mould includes base, two side forms and two end mould subassemblies, wherein:
The base is used for bearing two side dies and two end die assemblies, the two side dies are placed in parallel, the two end die assemblies are positioned between the two side dies at intervals, the distance between the two side dies is the width of the prefabricated shear wall, and the distance between the two end die assemblies is the length of the prefabricated shear wall;
The length of the end die assembly is the width of the prefabricated shear wall, the end die assembly is formed by splicing a plurality of splicing dies with different lengths in parallel, and the length of the splicing die extends along the direction perpendicular to the side die.
2. The spliced prefabricated shear wall mould of claim 1, wherein the splice mould has a length of at least one of 1cm, 10cm, 25cm and 100 cm.
3. The spliced prefabricated shear wall mould of claim 2, wherein the number of splice dies is at least 10, the number of splice dies is at least 4, the number of splice dies is at least 2, and the number of splice dies is at least 2.
4. The spliced prefabricated shear wall die of claim 2, wherein the center of the spliced die with the length being greater than 1cm is provided with a preformed hole for a reinforcing steel bar to pass through.
5. The spliced prefabricated shear wall mould as claimed in claim 2, wherein two ends of the spliced mould with a length greater than 1cm in the length direction are respectively vertically extended with a supporting plate.
6. The spliced prefabricated shear wall die of claim 5, wherein the spliced die is further provided with reinforcing ribs, two ends of the reinforcing ribs are respectively fixed on two supporting plates, and the reinforcing ribs of two adjacent spliced dies are positioned on the same straight line.
7. The spliced prefabricated shear wall die according to claim 1, wherein limiting structures are arranged at two ends of the length direction of the spliced die, two adjacent spliced dies are matched and spliced through the limiting structures, and the limiting structures are used for limiting the spliced dies to move along the length direction of the side dies.
8. The splice type precast shear wall die of claim 7, wherein the limit structure comprises a first protrusion at a first end of the splice die in the length direction and a first groove at a second end of the splice die in the length direction, and the first protrusion of the splice die is snapped into the first groove of an adjacent splice die.
9. The spliced prefabricated shear wall die of claim 8, wherein the first projection is semi-cylindrical in shape cut in half perpendicular to the axis of the cylinder.
10. The splice type precast shear wall die of claim 9, wherein the limit structure further comprises a second protrusion and a second groove, the second groove being located at a first end of the splice die in the length direction and tangential to the first protrusion, the second protrusion being located at a second end of the splice die in the length direction and tangential to the second groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202421016434.6U CN222270676U (en) | 2024-05-11 | 2024-05-11 | A spliced prefabricated shear wall mold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202421016434.6U CN222270676U (en) | 2024-05-11 | 2024-05-11 | A spliced prefabricated shear wall mold |
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| Publication Number | Publication Date |
|---|---|
| CN222270676U true CN222270676U (en) | 2024-12-31 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202421016434.6U Active CN222270676U (en) | 2024-05-11 | 2024-05-11 | A spliced prefabricated shear wall mold |
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| Country | Link |
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| CN (1) | CN222270676U (en) |
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- 2024-05-11 CN CN202421016434.6U patent/CN222270676U/en active Active
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